• Title/Summary/Keyword: tensile fragmentation

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Interfacial Evaluation of Flax and Hemp Fibers/Polypropylene Composites Using Micromechanical Test and Acoustic Emission (Micromechanical 시험법과 음향방출을 이용한 Flax 와 Hemp섬유 강화된 Polypropylene 복합재료의 계면 물성 평가)

  • Son, Tran-Quang;Hwang, Byung-Sun;Park, Joung-Man
    • Proceedings of the Korean Society For Composite Materials Conference
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    • 2005.04a
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    • pp.42-45
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    • 2005
  • Interfacial evaluation of various combinations of both Flax and Hemp fibers/polypropylene were performed by using micromechanical test and nondestructive acoustic emission (AE). It can be because interfacial adhesion between the natural fiber surface and matrix plays an important role in controlling the overall mechanical properties of polymer composite materials by transferring the stress from the matrix to the fiber. It is necessary to characterize the interphase and the level of adhesion to understand the performance of the composites properly. Microfailure mechanism of single Flax fiber bundles were investigated using the combination of single fiber tensile test and nondestructive acoustic emission. Microfailure modes of the different natural fiber/polypropylene systems were observed using optical microscope and determined indirectly by AE and their FFT analysis.

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Nondestructive Interfacial Evaluation and fiber fracture Source Location of Single-Fiber/Epoxy Composite using Micromechanical Technique and Acoustic Emission (음향방출과 미세역학적시험법을 이용한 단일섬유강화 에폭시 복합재료의 비파지적 섬유파단 위치표정 및 계면물성 평가)

  • Park, Joung-Man;Kong, Jin-Woo;Kim, Dae-Sik;Yoon, Dong-Jin
    • Journal of the Korean Society for Nondestructive Testing
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    • v.23 no.5
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    • pp.418-428
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    • 2003
  • Fiber fracture is one of the dominant failure phenomena affecting the total mechanical Performance of the composites. Fiber fracture locations were measured through the conventional optical microscope and the nondestructive acoustic emission (AE) technique and then were compared together as a function of the epoxy matrix modulus and the fiber surface treatment by the electrodeposition method (ED). Interfacial shear strength (IFSS) was measured using tensile fragmentation test in combination of AE method. ED treatment of the fiber surface enlarged the number of fiber fracture locations in comparison to the untreated case. The number of fiber fracture events measured by the AE method was less than optically obtained one. However, fiber fracture locations determined by AE detection corresponded with those by optical observation with small errors. The source location of fiber breaks by AE analysis could be a nondestructive, valuable method to measure interfacial shear strength (IFSS) of matrix in non-, semi- and/or transparent polymer composites.

A Study on Evaluation of Rock Brittleness Index using Punch Penetration Test (압입시험을 이용한 암석의 취성도 평가에 관한 연구)

  • Hoyoung Jeong
    • Tunnel and Underground Space
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    • v.33 no.1
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    • pp.29-41
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    • 2023
  • The brittleness of rocks plays an important role in determining the fragmentation and failure behavior of rock. However, there is still no standard method to evaluate the brittleness of rock, and previous studies have suggested the several definitions for estimation of brittleness of rock. Even in the process of mechanical rock excavation and drilling, the brittleness of rock is considered as an important property for evaluating the excavation efficiency of mechanical excavators or boreability of rock. The previous studies have been carried out to investigate the correlation between different brittleness of rock and cutting efficiency and boreability of rock. This study introduced a method for calculating the brittleness of rock from punch penetration test, and analyzed the correlation between the brittleness of rock calculated by the uniaxial compressive and Brazilian tensile strengths and that from punch penetration test. From the results of correlation analysis, the relationship between various brittleness was confirmed, and it was found that PSI and BI3 showed a good correlation with the strength-based brittleness index. In addition, the results indicated that B3 and B4 are suitable to represent the brittleness of rock in the field of mechanical rock excavation.